Publication detail

Application of B3 prdiction model to analyze prestress loss in prestressed concrete members

VRÁBLÍK, L. KŘÍSTEK, V. TEPLÝ, B.

Original Title

Application of B3 prdiction model to analyze prestress loss in prestressed concrete members

English Title

Application of B3 prdiction model to analyze prestress loss in prestressed concrete members

Type

conference paper

Language

en

Original Abstract

Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force to satisfy stress as well as deformation limits. Commonly used obsolete computational routines and methods neglect or incorrectly describe real effects and the results obtained by measurements on real structures have been found. The paper is directed to long term prestressing losses due to creep, shrinkage and cross section warping.

English abstract

Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force to satisfy stress as well as deformation limits. Commonly used obsolete computational routines and methods neglect or incorrectly describe real effects and the results obtained by measurements on real structures have been found. The paper is directed to long term prestressing losses due to creep, shrinkage and cross section warping.

Keywords

prestress loss in prestressed concrtete members

RIV year

2012

Released

03.10.2012

Location

Vídeň, Rakousko

ISBN

978-0-415-62126-7

Book

3rd International Symposium on Life-Cycle Civil Engineering

Pages from

1401

Pages to

1406

Pages count

6

BibTex


@inproceedings{BUT98557,
  author="Lukáš {Vráblík} and Vladimír {Křístek} and Břetislav {Teplý}",
  title="Application of B3 prdiction model to analyze prestress loss in prestressed concrete members",
  annote="Reliable design of prestressed concrete elements and structures must be based on the accurate determination of prestressing force to satisfy stress as well as deformation limits. Commonly used obsolete computational routines and methods neglect or incorrectly describe real effects and the results obtained by measurements on real structures have been found. The paper is directed to long term prestressing losses due to creep, shrinkage and cross section warping.",
  booktitle="3rd International Symposium on Life-Cycle Civil Engineering",
  chapter="98557",
  howpublished="electronic, physical medium",
  year="2012",
  month="october",
  pages="1401--1406",
  type="conference paper"
}